3D acid diffusion model for FRP-strengthened reinforced concrete structures: Long-term durability prediction

Author:

Hadigheh S. Ali,Ke Feihu,Kashi Sima

Funder

Faculty of Engineering, University of Sydney

Australian Research Council

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference62 articles.

1. Generalization of the interface law for different FRP processing techniques in FRP-to-concrete bonded interfaces;Hadigheh;Compos. Part B Eng.,2016

2. Performance of weak-beam, strong-column RC frames strengthened at the joints by FRP;Hadigheh;Iran. J. Sci. Technol. Trans. Civil Eng.,2013

3. Durability and service life prediction of GFRP bars embedded in concrete under acid environment;Zhou;Nucl. Eng. Des.,2011

4. Bond degradation of basalt fiber-reinforced polymer (BFRP) bars exposed to accelerated aging conditions;Altalmas;Constr. Build. Mater.,2015

5. Bond characterization of adhesively bonded joints made with the resin infusion (RI) process;Hadigheh;Int. J. Adhes. Adhes.,2015

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